JPH10196012A - Wall structure of wooden building - Google Patents

Wall structure of wooden building

Info

Publication number
JPH10196012A
JPH10196012A JP9004734A JP473497A JPH10196012A JP H10196012 A JPH10196012 A JP H10196012A JP 9004734 A JP9004734 A JP 9004734A JP 473497 A JP473497 A JP 473497A JP H10196012 A JPH10196012 A JP H10196012A
Authority
JP
Japan
Prior art keywords
wall
wooden building
main body
square
base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9004734A
Other languages
Japanese (ja)
Inventor
Yoshihiro Tokai
良寛 東海
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP9004734A priority Critical patent/JPH10196012A/en
Publication of JPH10196012A publication Critical patent/JPH10196012A/en
Pending legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce building cost by simplifying a construction work. SOLUTION: A wall body 6 is made of a plurality of long-sized square timbers 7. Each square timber 7 is stacked on top of each other so as to leave no gap, and a plurality of screw rods 14 are passed through each square timber 7 at the prescribed gap along the lengthwise direction thereof. Furthermore, nuts 16a and 16b are screwed to both upper and lower ends of each rod 14. When the nuts 16a and 16b are tightened, the lower end of the wall body 6 is secured to a sill 3, with the upper end secured to a pole plate 5.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、木造建築物の壁構
造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wall structure of a wooden building.

【0002】[0002]

【従来の技術】一般に、木造建築物の壁構造としては、
図8に示すものがある。即ち、木造建築物の壁体50
は、それぞれ構造の異なる内壁51と外壁52とから構
成されている。まず、内壁51について説明する。柱5
3の内側には上下方向に等間隔をおいて複数の木ずり5
4が取り付けられ、この木ずり54は隣接する柱(図8
中一つのみ図示する。)53間に亘って架設されてい
る。各木ずり54の外側には漆喰55が所定の厚さで塗
り込まれている。次に、外壁52について説明する。前
記柱53の外側には等間隔をおいて複数の下地板56が
配設され、この下地板56は隣接する柱53間に亘って
架設されている。各下地板56の外側にはアスファルト
フエルト等の防水紙57が複数枚重ねられている。この
防水紙57の外側には網状をなすラスシート58が配設
され、このラスシート58の外側にはモルタル59が所
定の厚さで塗り込まれている。
2. Description of the Related Art In general, as a wall structure of a wooden building,
There is one shown in FIG. That is, the wall 50 of the wooden building
Are composed of an inner wall 51 and an outer wall 52 having different structures. First, the inner wall 51 will be described. Pillar 5
Inside of 3 are a plurality of laths 5 equally spaced vertically.
4, the lath 54 is attached to an adjacent pillar (FIG. 8).
Only one of them is shown. ) It is erected between 53. Stucco 55 is applied to the outside of each lath 54 at a predetermined thickness. Next, the outer wall 52 will be described. A plurality of base plates 56 are arranged at equal intervals outside the pillars 53, and the base plates 56 are bridged between the adjacent pillars 53. A plurality of waterproof papers 57 such as asphalt felt are stacked on the outside of each base plate 56. A net-like lath sheet 58 is provided outside the waterproof paper 57, and a mortar 59 is applied to the outside of the lath sheet 58 with a predetermined thickness.

【0003】[0003]

【発明が解決しようとする課題】ところが、従来の壁体
50では、内壁51において漆喰55を塗り込んだり、
外壁52においてモルタル59を塗り込んだりするた
め、工期が長くなるとともに、多くの人手を必要として
いた。そのため、建築費用が高価になるという問題があ
った。
However, in the conventional wall 50, the plaster 55 is applied on the inner wall 51,
Since the mortar 59 is applied on the outer wall 52, the construction period is lengthened, and a lot of manpower is required. Therefore, there has been a problem that construction costs are high.

【0004】そこで、本発明は、施工を簡単にすること
により、建築費用の低減を図ることを目的とする。
Accordingly, an object of the present invention is to reduce construction costs by simplifying construction.

【0005】[0005]

【課題を解決するための手段】請求項1に記載の発明
は、木造建築物の枠組みを構成する建築構造体にパネル
化された壁本体を配置し、前記建築構造体に対して前記
壁本体を連結部材により連結したものである。
According to the first aspect of the present invention, a paneled wall main body is disposed on a building structure constituting a frame of a wooden building, and the wall main body is arranged with respect to the building structure. Are connected by a connecting member.

【0006】請求項2に記載の発明は、請求項1に記載
の発明において、前記壁本体は隙間なく並列配置された
複数の壁構成部材から構成され、隣接する各壁構成部材
同士は互いに面接触して積み上げられているものであ
る。
According to a second aspect of the present invention, in the first aspect of the present invention, the wall main body is composed of a plurality of wall components arranged in parallel without any gap, and the adjacent wall components face each other. They are piled up in contact.

【0007】請求項3に記載の発明は、請求項2に記載
の発明において、前記各壁構成部材同士が面接触する面
接触部には係止部が形成され、この係止部に係合部材が
各壁構成部材にて挟み込まれるようにして係合されてい
るものである。
According to a third aspect of the present invention, in the second aspect of the present invention, a locking portion is formed at a surface contact portion where the respective wall constituting members are in surface contact with each other, and the locking portion is engaged with the locking portion. The members are engaged so as to be sandwiched between the respective wall constituting members.

【0008】従って、請求項1〜請求項3に記載の発明
は次のような作用を奏する。請求項1に記載の発明で
は、建築構造体に対して壁本体が連結部材により組み付
けられる。
Accordingly, the first to third aspects of the present invention have the following effects. According to the first aspect of the present invention, the wall main body is attached to the building structure by the connecting member.

【0009】請求項2に記載の発明では、請求項1に記
載の発明の作用に加え、各構成部材同士が面接触して積
み上げられることにより、壁本体が構成される。請求項
3に記載の発明では、請求項2に記載の発明の作用に加
え、係合部材により外部からの湿気や風等が木造建築物
内に進入しにくくなる。
According to the second aspect of the invention, in addition to the operation of the first aspect, the wall main body is formed by stacking the constituent members in surface contact with each other. According to the third aspect of the invention, in addition to the function of the second aspect, the engagement member makes it difficult for moisture, wind, and the like from the outside to enter the wooden building.

【0010】[0010]

【発明の実施の形態】以下、本発明を平屋建ての木造建
築物に具体化した一実施形態を図面に基づいて説明す
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment in which the present invention is embodied in a one-story wooden building will be described below with reference to the drawings.

【0011】図1,図2に示すように、木造建築物1に
おける布基礎2の上面には土台3が設けられ、この土台
3は布基礎2から突設されたアンカーボルトにナット
(共に図示しない)が締め付けられることにより固定さ
れている。土台3の上面には複数の柱4が立設され、各
柱4の上端には軒桁5が架設されている。前記土台3、
柱4、軒桁5により枠組みとしての建築構造体が構成さ
れおり、この建築構造体にはパネル状をなす壁本体6が
設けられている。
As shown in FIGS. 1 and 2, a base 3 is provided on an upper surface of a cloth foundation 2 of a wooden building 1, and the base 3 is attached to an anchor bolt protruding from the cloth foundation 2 by a nut (both shown). No) is fixed by being tightened. A plurality of columns 4 are erected on the upper surface of the base 3, and an eave girder 5 is erected on the upper end of each column 4. The base 3,
A pillar 4 and an eaves girder 5 constitute an architectural structure as a frame, and the architectural structure is provided with a panel-shaped wall body 6.

【0012】図3〜図5(a),(b)に示すように、
前記壁本体6は隙間なく並列配置された複数の壁構成部
材としての角材7から構成され、隣接する各角材7同士
は互いに面接触して積み上げられている。前記土台3の
上面と軒桁5の下面及び各角材7の上下両接触面には、
係止部としての上下両係止溝8a,8bが同土台3、軒
桁5及び角材7の長手方向に沿って形成されている。な
お、土台3の下面には下部係止溝8bが省略されている
一方、軒桁5の上面には上部係止溝8aが省略されてい
る。前記土台3、軒桁5及び各角材7の上下両係止溝8
a,8bは、隣接する上下両係止溝8a,8bに対向し
て配置され、互いに対向配置された上下両係止溝8a,
8b内には角材7の長手方向に延びる係合部材としての
係合貫9が係入されている。
As shown in FIGS. 3 to 5A and 5B,
The wall main body 6 is composed of a plurality of square members 7 as wall constituent members arranged in parallel without any gap, and adjacent square members 7 are stacked in surface contact with each other. The upper and lower contact surfaces of the upper surface of the base 3, the lower surface of the eaves girder 5, and each bar 7
Upper and lower locking grooves 8 a and 8 b as locking portions are formed along the longitudinal direction of the base 3, the eaves girder 5 and the square bar 7. The lower locking groove 8b is omitted from the lower surface of the base 3, while the upper locking groove 8a is omitted from the upper surface of the eaves girder 5. The upper and lower locking grooves 8 of the base 3, the eaves girder 5, and each square bar 7.
The upper and lower locking grooves 8a, 8b are disposed opposite to the upper and lower locking grooves 8a, 8b adjacent to each other.
An engagement pier 9 as an engagement member extending in the longitudinal direction of the square member 7 is engaged in 8b.

【0013】図2,図5(b)に示すように、最下部の
角材7の下面には下側凹部20が角材7の長手方向に所
定の間隔をおいて複数個形成されている。又、最上部の
角材7の上面における下側凹部20の真上には上側凹部
21が形成されている。各角材7においてそれぞれ対応
する上下両凹部20,21の間には、細孔22が鉛直方
向に沿って複数個形成され、各細孔22の中心軸線は一
致している。更に、前記係合貫9には前記各細孔22に
連通する連通孔23が形成され、各連通孔23の軸線は
各細孔22の軸線に一致している。各孔22,23には
ネジ棒24が挿通されており、このネジ棒24の上下両
端は上下両凹部20,21の内奥面から突出されてい
る。そして、ネジ棒24の上下両端にワッシャ25a,
25bを介してダブルナット26a,26bが締め付け
られることにより、各角材7同士はそれらの間の隙間が
なくなるように互いに面接触される。なお、前記ネジ棒
24及びダブルナット26a,26bにより、壁本体6
をパネル状に保持するための保持部材が構成されてい
る。
As shown in FIGS. 2 and 5 (b), a plurality of lower concave portions 20 are formed on the lower surface of the lowermost square member 7 at predetermined intervals in the longitudinal direction of the square member 7. An upper concave portion 21 is formed just above the lower concave portion 20 on the upper surface of the uppermost square bar 7. A plurality of pores 22 are formed along the vertical direction between the corresponding upper and lower concave portions 20 and 21 in each square bar 7, and the central axes of the respective pores 22 coincide with each other. Further, a communication hole 23 communicating with each of the small holes 22 is formed in the engagement through hole 9, and an axis of each of the communication holes 23 coincides with an axis of each of the small holes 22. A screw rod 24 is inserted into each of the holes 22 and 23, and both upper and lower ends of the screw rod 24 protrude from the inner deep surfaces of the upper and lower concave portions 20 and 21. Then, washers 25a,
When the double nuts 26a and 26b are tightened through the 25b, the square members 7 are brought into surface contact with each other so that no gap is provided between them. The screw rod 24 and the double nuts 26a, 26b allow the wall body 6
Is formed in a panel shape.

【0014】図2,図5(a)に示すように、土台3の
下面には下側凹部10が同土台3の長手方向に所定の間
隔をおいて複数個形成されている。又、前記軒桁5の上
面における下側凹部10の真上には上側凹部11が形成
されている。前記土台3と軒桁5及び各角材7において
それぞれ対応する上下両凹部10,11の間には、細孔
12a〜12cが鉛直方向に沿って複数個形成され、各
細孔12a〜12cの中心軸線は一致している。更に、
前記係合貫9には前記各細孔12a〜12cに連通する
連通孔13が形成され、各連通孔13の軸線は各細孔1
2a〜12cの軸線に一致している。各孔12a〜12
c,13にはネジ棒14が挿通されており、このネジ棒
14の上下両端は上下両凹部10,11の内奥面から突
出されている。そして、図6,図7に示すように、ネジ
棒14の上下両端にワッシャ15a,15bを介してダ
ブルナット16a,16bが締め付けられることによ
り、壁本体6の下端縁が土台3に対して取着される一
方、同壁本体6の上端縁が軒桁5に対して取着される。
As shown in FIGS. 2 and 5A, a plurality of lower recesses 10 are formed on the lower surface of the base 3 at predetermined intervals in the longitudinal direction of the base 3. An upper concave portion 11 is formed directly above the lower concave portion 10 on the upper surface of the eaves girder 5. A plurality of pores 12a to 12c are formed along the vertical direction between the upper and lower concave portions 10 and 11 corresponding to the base 3 and the eaves girder 5 and each of the square bars 7, and the center of each of the pores 12a to 12c. The axes are coincident. Furthermore,
A communication hole 13 communicating with each of the small holes 12a to 12c is formed in the engagement pier 9, and the axis of each communication hole 13 is aligned with each small hole 1a.
It coincides with the axis of 2a to 12c. Each hole 12a-12
A threaded rod 14 is inserted through c and 13, and both upper and lower ends of the threaded rod 14 project from the inner deep surfaces of the upper and lower recesses 10 and 11. 6 and 7, the double nuts 16a and 16b are fastened to the upper and lower ends of the screw rod 14 via washers 15a and 15b, so that the lower end edge of the wall main body 6 is secured to the base 3. On the other hand, the upper end edge of the wall main body 6 is attached to the eaves girder 5.

【0015】図3,図4に示すように、前記柱4におけ
る前記壁本体6の両側に対応する側面には、係合溝17
が同柱4の長手方向に沿って形成されている。又、前記
壁本体6における各角材7の両端には、一対の段差部1
8がそれぞれ形成されている。両段差部18により、各
角材7の両端における前記上下両係止溝8a,8bの長
手方向延長線上に係合突部19がそれぞれ形成されてい
る。両係合突部19の先端面は前記係合貫9の両端面と
面一になっている。そして、係合突部19及び係合貫9
の両端が前記係合溝17に係入されることにより、同壁
本体6の両側が隣接する柱4に対して取着されている。
As shown in FIGS. 3 and 4, side surfaces of the column 4 corresponding to both sides of the wall main body 6 are provided with engaging grooves 17.
Are formed along the longitudinal direction of the pillar 4. Also, a pair of stepped portions 1 are provided at both ends of each square bar 7 in the wall body 6.
8 are formed respectively. An engagement projection 19 is formed by the two stepped portions 18 on the longitudinal extension of the upper and lower locking grooves 8a, 8b at both ends of each square bar 7 respectively. The distal end surfaces of the two engaging projections 19 are flush with both end surfaces of the engaging pier 9. Then, the engaging projection 19 and the engaging pier 9
Are engaged in the engagement grooves 17 so that both sides of the same wall main body 6 are attached to the adjacent columns 4.

【0016】次に、上記のように構成された木造建築物
における壁構造の作用について説明する。まず、土台3
に建てられた柱4にパネル状の壁本体6を組み付ける。
即ち、クレーン等で壁本体6を吊り下げ支持した状態
で、柱4の係合溝17に壁本体6の係合貫9及び係合突
部19の両端をはめ込む。次に、軒桁5を柱4及び壁本
体6に組み付ける。即ち、軒桁5の下部係止溝8bの両
端を柱4に組み付けるとともに、同軒桁5の係合貫9を
最上部の角材7の貫9に係入する。その後、各細孔12
a〜12c及び連通孔13にネジ棒14を通し、そのネ
ジ棒14の両端を上下部凹部10,11内に突出させ、
その突出した部分にワッシャ15a,15bを挿通する
とともに、ダブルナット16bを螺合する。そして、両
ダブルナット16a,16bを締め付ける。
Next, the operation of the wall structure in the wooden building constructed as described above will be described. First, base 3
The panel-shaped wall main body 6 is assembled to the pillar 4 built in the above.
That is, with the wall main body 6 suspended and supported by a crane or the like, both ends of the engaging through hole 9 and the engaging projection 19 of the wall main body 6 are fitted into the engaging groove 17 of the column 4. Next, the eaves girder 5 is assembled to the pillar 4 and the wall main body 6. That is, both ends of the lower locking groove 8b of the eaves girder 5 are assembled to the pillar 4, and the engagement piercing 9 of the eaves spar 5 is engaged with the penetration 9 of the uppermost square bar 7. Then, each pore 12
a through 12c and the communication hole 13 are passed through the screw rod 14, and both ends of the screw rod 14 are projected into the upper and lower recesses 10, 11,
The washers 15a and 15b are inserted into the protruding portions, and the double nuts 16b are screwed. Then, the double nuts 16a and 16b are tightened.

【0017】次に、本実施形態から見い出せる効果を以
下に記載する。 (1)壁本体6を複数の角材7から構成し、各角材7に
ネジ棒14を挿通し、そのネジ棒14の上下両端におい
てダブルナット16a,16bを締め付けることによ
り、各角材7が離間しないようにした。そのため、従来
技術と異なり、漆喰やモルタル等を塗る行程を必要とし
ない。従って、壁本体6を迅速に造ることができるの
で、工期の短縮化を図ることができる。
Next, effects that can be found from the present embodiment will be described below. (1) The wall main body 6 is composed of a plurality of square members 7, and the screw bars 14 are inserted through the respective square members 7, and the double nuts 16 a and 16 b are tightened at both upper and lower ends of the screw bars 14, so that the respective square members 7 do not separate. I did it. Therefore, unlike the prior art, there is no need for a step of applying plaster, mortar, or the like. Therefore, since the wall main body 6 can be quickly manufactured, the construction period can be shortened.

【0018】(2)壁本体6を隙間なく並列配置された
複数の角材7から構成し、各角材7同士を互いに面接触
したため、各角材7を並列配置した際において、角材7
同士は安定する。従って、壁本体6を簡単に製作するこ
とができる。
(2) The wall body 6 is composed of a plurality of square members 7 arranged side by side without any gap, and the respective square members 7 are in surface contact with each other.
Each other is stable. Therefore, the wall main body 6 can be easily manufactured.

【0019】(3)隣接する各角材7同士の間、最下部
の角材7と土台3との間又は最上部の角材7と軒桁5と
の間には、それぞれ係合貫9を設けた。そのため、年月
の経過により、各角材7、軒桁5及び土台3が乾燥する
ことに起因して収縮しても、隣接する各角材7同士の
間、角材7と土台3との間又は角材7と軒桁5との間か
ら、風や湿気等が入ってくるのを防止することができ
る。
(3) Engagement piercings 9 are provided between the adjacent square members 7, between the lowermost square member 7 and the base 3, or between the uppermost square member 7 and the eaves girder 5. . Therefore, even if each bar 7, eaves girder 5, and base 3 shrink due to the passage of time due to the drying, even between the adjacent bar members 7, between the bar 7 and the base 3, or between the bar members 7, It is possible to prevent wind, moisture, and the like from entering between 7 and the eaves girder 5.

【0020】(4)壁本体6の内壁面には断熱材等を使
用しなくてもよいため、木造建築物1を取り壊した際、
環境に悪影響を及ぼさなくて済む。又、木造建築物1を
取り壊す際において、壁本体6をそのまままの形で柱4
や梁5から取り外せばよいため、取り壊した木造建築物
1を再建する場合には取り外した壁本体6をそのまま再
利用することができる。従って、新しい木材を使用しな
くてもよいため、環境に優しい木造建築物1を提供でき
る。
(4) Since it is not necessary to use a heat insulating material or the like on the inner wall surface of the wall body 6, when the wooden building 1 is demolished,
No negative impact on the environment. When the wooden building 1 is demolished, the wall body 6 is left in
Since it is only necessary to remove the wooden building 1 from the beams 5, it is possible to reuse the removed wall main body 6 as it is when rebuilding the demolished wooden building 1. Therefore, since it is not necessary to use new wood, an environmentally friendly wooden building 1 can be provided.

【0021】(5)壁本体6を複数の角材7にてパネル
化したため、木造建築物1を解体するには壁本体6を各
角材7に分解することなく取り外せばよい。従って、新
たに木造建築物1を建築する場合に壁本体6を中古物件
として再利用することができる。
(5) Since the wall main body 6 is formed into a panel with a plurality of square members 7, in order to disassemble the wooden building 1, the wall main body 6 may be removed without being disassembled into the respective square members 7. Therefore, when newly constructing the wooden building 1, the wall body 6 can be reused as a second-hand article.

【0022】なお、前記実施形態は次のように構成して
もよい。 (1)前記実施形態では、平屋の建築物に具体化した
が、二階建て以上の木造建築物に具体化することも可能
である。
The above embodiment may be configured as follows. (1) In the above embodiment, the present invention is embodied as a one-story building, but it can be embodied as a two-story or more wooden building.

【0023】(2)前記実施形態では、角材7を鉛直方
向に積み上げたが、各角材7を左右方向に並列配置する
ことも可能である。 (3)前記実施形態では、壁構成部材に角材7を用いた
が、これ以外にも、例えば丸太や三角柱状にする等、任
意の形状に変更するが可能である。
(2) In the above embodiment, the square members 7 are stacked in the vertical direction. However, it is also possible to arrange the square members 7 side by side in the left-right direction. (3) In the above-described embodiment, the square member 7 is used as the wall constituting member. However, other shapes such as a log and a triangular prism can be used.

【0024】(4)前記実施形態では、各角材7の上下
両係止溝8a,8b、土台3の上部係止溝8a及び軒桁
5の下部係止溝8bに係合貫9を係入して組み付けた
が、係合貫9を省略し、切削により各角材7の上下両面
に係合貫9に相当する突条部を成形してもよい。この構
成にすれば、各角材7、土台3及び軒桁5に対して係合
貫9を係入する作業を省略することができる。又、前記
上下両係止溝8a,8bの代わりにだぼ穴にし、このだ
ぼ穴に係入可能なだぼを係合貫9に突設させてもよい。
(4) In the above-described embodiment, the engaging holes 9 are engaged with the upper and lower locking grooves 8a and 8b of each square bar 7, the upper locking groove 8a of the base 3, and the lower locking groove 8b of the eaves girder 5. However, the engaging piers 9 may be omitted, and ridges corresponding to the engaging piers 9 may be formed on the upper and lower surfaces of each square bar 7 by cutting. With this configuration, it is possible to omit the operation of engaging the engaging pier 9 with each of the square members 7, the base 3, and the eaves girder 5. Further, a dowel hole may be provided instead of the upper and lower locking grooves 8a and 8b, and a dowel which can be engaged with the dowel hole may be protrudingly provided at the engagement hole 9.

【0025】[0025]

【発明の効果】請求項1に記載の発明によれば、施工を
簡単にすることができるので、建築費用の低減を図るこ
とができる。
According to the first aspect of the present invention, since the construction can be simplified, the construction cost can be reduced.

【0026】請求項2に記載の発明によれば、請求項1
に記載の発明の効果に加え、壁本体を簡単に製作するこ
とができる。請求項3に記載の発明によれば、請求項2
に記載の発明の効果に加え、各壁構成部材が乾燥等によ
り収縮し、各壁構成部材の間が広がっても、各壁構成部
材の間に係合部材が挟まれているため、木造建築物の室
内に風や湿気等が進入するのを防止することができる。
According to the invention described in claim 2, according to claim 1
In addition to the effects of the invention described in (1), the wall body can be easily manufactured. According to the invention set forth in claim 3, claim 2 is provided.
In addition to the effects of the invention described in the above, even if each wall component shrinks due to drying or the like and the space between the respective wall components expands, since the engaging member is sandwiched between the respective wall components, the wooden building It is possible to prevent wind, moisture, and the like from entering the room of the object.

【図面の簡単な説明】[Brief description of the drawings]

【図1】一実施形態を示す木造建築物の斜視図。FIG. 1 is a perspective view of a wooden building showing one embodiment.

【図2】壁本体の一部分を示す部分正面図。FIG. 2 is a partial front view showing a part of the wall main body.

【図3】角材と柱4との連結構造を示す分解斜視図。FIG. 3 is an exploded perspective view showing a connection structure between a square member and a pillar 4.

【図4】壁本体の一部分を示す斜視図。FIG. 4 is a perspective view showing a part of the wall main body.

【図5】(a)は図2のX−X断面図、(b)は図2の
Y−Y断面図。
5A is a sectional view taken along line XX of FIG. 2, and FIG. 5B is a sectional view taken along line YY of FIG.

【図6】軒桁の一部分を示す斜視図。FIG. 6 is a perspective view showing a part of the eaves girder.

【図7】土台の一部分を示す斜視図。FIG. 7 is a perspective view showing a part of a base.

【図8】従来の技術を示す木造建築物における壁の断面
図。
FIG. 8 is a sectional view of a wall in a wooden building showing a conventional technique.

【符号の説明】[Explanation of symbols]

3…土台、4…柱、5…軒桁、6…壁本体、7…角材
(壁構成部材)、8a,8b…上下両係止溝(係止
部)、9…係合貫(係合部材)、14…ネジ棒(連結部
材)、16a,16b…ダブルナット(連結部材)。
3 ... Base, 4 ... Column, 5 ... Eave girder, 6 ... Wall body, 7 ... Square material (wall component member), 8a, 8b ... Top and bottom locking groove (locking portion), 9 ... Engagement (engagement) 14) Screw rod (connection member), 16a, 16b ... Double nut (connection member).

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】木造建築物の枠組みを構成する建築構造体
にパネル化された壁本体を配置し、前記建築構造体に対
して前記壁本体を連結部材により連結した木造建築物の
壁構造。
1. A wall structure of a wooden building in which a paneled wall main body is arranged on a building structure constituting a framework of a wooden building, and the wall main body is connected to the building structure by a connecting member.
【請求項2】前記壁本体は隙間なく並列配置された複数
の壁構成部材から構成され、隣接する各壁構成部材同士
は互いに面接触して積み上げられている請求項1に記載
の木造建築物の壁構造。
2. The wooden building according to claim 1, wherein the wall main body is composed of a plurality of wall components arranged in parallel with no gap, and adjacent wall components are stacked in surface contact with each other. Wall structure.
【請求項3】前記各壁構成部材同士が面接触する面接触
部には係止部が形成され、この係止部に係合部材が各壁
構成部材にて挟み込まれるようにして係合されている請
求項2に記載の木造建築物の壁構造。
3. A locking portion is formed at a surface contact portion where the respective wall constituent members are in surface contact with each other, and an engaging member is engaged with the locking portion so as to be sandwiched between the respective wall constituent members. 3. The wall structure of a wooden building according to claim 2, wherein:
JP9004734A 1997-01-14 1997-01-14 Wall structure of wooden building Pending JPH10196012A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9004734A JPH10196012A (en) 1997-01-14 1997-01-14 Wall structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9004734A JPH10196012A (en) 1997-01-14 1997-01-14 Wall structure of wooden building

Publications (1)

Publication Number Publication Date
JPH10196012A true JPH10196012A (en) 1998-07-28

Family

ID=11592144

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9004734A Pending JPH10196012A (en) 1997-01-14 1997-01-14 Wall structure of wooden building

Country Status (1)

Country Link
JP (1) JPH10196012A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013516A (en) * 2001-07-04 2003-01-15 Choichi Ono Expansion and shrinkage absorbing work method for wooden block and structure of wooden block
JP2003056061A (en) * 2001-08-10 2003-02-26 Yoshihiro Tokai Wooden building
JP2006132106A (en) * 2004-11-02 2006-05-25 Isamu Uehata Log and column for log house and its assembly method
JP2013079555A (en) * 2011-09-30 2013-05-02 Kunio Tsuchiya Surface construction method for building, and preformed plastered building material for use in the same
JP2021055313A (en) * 2019-09-27 2021-04-08 株式会社アールシーコア Log wall structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003013516A (en) * 2001-07-04 2003-01-15 Choichi Ono Expansion and shrinkage absorbing work method for wooden block and structure of wooden block
JP2003056061A (en) * 2001-08-10 2003-02-26 Yoshihiro Tokai Wooden building
JP2006132106A (en) * 2004-11-02 2006-05-25 Isamu Uehata Log and column for log house and its assembly method
JP2013079555A (en) * 2011-09-30 2013-05-02 Kunio Tsuchiya Surface construction method for building, and preformed plastered building material for use in the same
JP2021055313A (en) * 2019-09-27 2021-04-08 株式会社アールシーコア Log wall structure

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